An axial member consisting of two plates each with a width of wa = 390 mm and a thickness of ta = 12 mm is carrying an axial force of P = 22 kN. The axial member is connected to a column by two bolts (diameter of d= 10 mm) three gusset plates with a width of wg = 280 mm and a thickness of tg = 6 mm. What is the average shear stress in the bolts? What is the maximum bearing stress in the connection? In MPa What is the critical normal stress in the axial member?

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